Himachal

Financial Eval

Works

Civil Works - Roads

MPR 2025 511 Construction of Protection wall in Village Khunagi Near Khunagi Khad Gram Panchayat Murhag Distt Mandi HP SH Removal of Muck Debris and Construction of Protection wall

Public Works Department

Janjehli | Mandi, Himachal Pradesh

Amount: Refer DocsCloses: 30 Jun 2026Closed

Timeline

Published20 Jun 2026
Closed30 Jun 2026
Technical Evaluation6 Jul 2026
Financial Evaluation8 Jul 2026
Award—

Bids

Percentage

2 Bids8 Jul 2026

#	Company	Amount	Rank	Status
1	GEETA NAND L-1₹10.4 LAccepted-Finance	₹10.4 L	L-1	Accepted-Finance Being 1st Lowest
2	ASHOK KUMAR L-2₹10.4 L+₹4,990.09 (0.48%)Rejected-Finance CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P	₹10.4 L+₹4,990.09 (0.48%)	L-2	Rejected-Finance Being 2nd Lowest

Tender Value

Refer Docs

EMD Value

₹20,000

Closing Date

30 Jun 2026, 9:00 amClosed

Tender Inviting Organisation

Name

EE Seraj

Address

HPPWD Division Seraj at Janjehli

Work Description

MPR 2025 511 Construction of Protection wall in Village Khunagi Near Khunagi Khad Gram Panchayat Murhag Distt Mandi HP SH Removal of Muck Debris and Construction of Protection wall

Tender Information

Tender ID

2026_PWD_137033_1

Reference Number

2708-10 Dated 12.06.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Location

Janjehli

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical

RequiredCost of Tender as per Bid document as per General Rule 24.1 (.pdf)

RequiredEarnest money as per Bid document as per General Rule 24.2 (.pdf)

RequiredContractor valid Registration as per Bid document as per General Rule 24.3 (.pdf)

RequiredGST and PAN Registration as per General Rule 24.4 (.pdf)

RequiredBidder must possess ownership of Hydraulic Excavator with rock Breaker 210 Hyundai or its equivalent (.pdf)

RequiredForm No. 7 and 8 duly signed by contractor as per Bid document as per General rule 24.8 (.pdf)

RequiredProof of Registration under Employees Provident Funds as per Bid document as per Rule 22A (.pdf)

RequiredAffidavit regarding true and correctness of uploading bid document (.pdf)

RequiredAffidavit No relative working as gazetted officer working in HPPWD (.pdf)

RequiredBidder e-mail ID and contact number (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹20,000

Important Dates

Last Activity

8 Jul 2026

Published

20 Jun 2026

Bid Opening

30 Jun 2026

Download Starts

20 Jun 2026

Download Ends

30 Jun 2026

Submission Starts

20 Jun 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut material with in any lift and lead upto any lead as per technical specification 302.3.5 and 1611 as per direction of Engineer in charge with in all leads lifts and carriage of materials and other incidentals.	4,409.17	Per Cubic Meter	118.1	₹5,20,722.98
2	Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stump and other deleterious material and disposal up to any lead , lifts and dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil including carriage of materialwithin all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge.	37	Per Cubic meter	552.35	₹20,436.95
3	Providing and Laying 1:4:8 ( one cement : four sand : eight graded crashed stone aggregateand curing complete including cost of form work for plain reinforced concrete in in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials , with in all leads .lifts as per direction of Engineer - in - charge .	45	Per Cubic meter	5,236.1	₹2,35,624.5
4	Providing and laying of boulder apron laid in wire crates with 4mm ( four millimeter dia ) G.I wire conforming to 1.5,280 and 1.5, 4826 in 100mm x 100 ( one hundred in to one hundred millimeters ) in much (woven diagonally ) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg ( twenty five kilo gram ) each as per drawing including carriage of materialwithin all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge.	62.5	Per Cubic meter	3,140.5	₹1,96,281.25
5	Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material including carriage of material within all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge.	13	Per Cubic meter	1,306.55	₹16,985.15
6	Providing weep hole in brick masonry / stone masonry /plain reinforced concrete abutment wing wall return wall with 100 mm ( one hundred millimetre ) dia PVC pipe extended through the full width of the structures with slope of 1 (v) :20 (H) towards drawing face complete as per drawing and technical specification clause 614,709& 1204.3.7 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.	20	Each	398.3	₹7,966

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.70 MB

Work Item Documents

1.pdf

Tender Documents • 4.05 MB

BOQ_202806.xls

BOQ • 0.23 MB

Ready to Participate?

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Company

GEETA NAND

L-1₹10.4 LAccepted-Finance

ASHOK KUMAR

L-2₹10.4 L+₹4,990.09 (0.48%)Rejected-Finance

CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut material with in any lift and lead upto any lead as per technical specification 302.3.5 and 1611 as per direction of Engineer in charge with in all leads lifts and carriage of materials and other incidentals.

4,409.17

Per Cubic Meter

118.1

₹5,20,722.98

Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stump and other deleterious material and disposal up to any lead , lifts and dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil including carriage of materialwithin all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge.

Per Cubic meter

552.35

₹20,436.95

Providing and Laying 1:4:8 ( one cement : four sand : eight graded crashed stone aggregateand curing complete including cost of form work for plain reinforced concrete in in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials , with in all leads .lifts as per direction of Engineer - in - charge .

Per Cubic meter

5,236.1

₹2,35,624.5

Providing and laying of boulder apron laid in wire crates with 4mm ( four millimeter dia ) G.I wire conforming to 1.5,280 and 1.5, 4826 in 100mm x 100 ( one hundred in to one hundred millimeters ) in much (woven diagonally ) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg ( twenty five kilo gram ) each as per drawing including carriage of materialwithin all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge.

62.5

Per Cubic meter

3,140.5

₹1,96,281.25

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material including carriage of material within all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge.

Per Cubic meter

1,306.55

₹16,985.15

Providing weep hole in brick masonry / stone masonry /plain reinforced concrete abutment wing wall return wall with 100 mm ( one hundred millimetre ) dia PVC pipe extended through the full width of the structures with slope of 1 (v) :20 (H) towards drawing face complete as per drawing and technical specification clause 614,709& 1204.3.7 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.

Each

398.3

₹7,966